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HomeMy WebLinkAboutSUB202000033 Plan - Approved 2020-09-21APPROVED by the Albemarle County Community Development Department Date_ 9-21-2020 File # SDP2020-019 and SUB2020-033 Application Type Initial Site Plan and Preliminary Subdivision Plat Lead Reviewer: Megan Nedostup GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERiCA DRIVE, SU17E 1100 RESTON, ViRGINIA 20190 DEVELOPER: STANLEY MAR77N HOMES 404 PEOPLE PLACE, SU17E 303 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOT7ESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056AI-01-00-02600 (4.74 AC) - STANLEY MAR71N COMPANIES LLC 055CO-03-00-000A0 (16.28 AC) - STANLEY MARTIN COMPANIES LLC TOTAL AREA: 21.02 ACRES (PHASE 11) ZONING R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PROPOSED USE: SINGLE FAMILY ATTACHED RESIDENTIAL UN17S (VILLA UNITS AND 774 UNITS) DENSITY. ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT.. DU/AC 21.02 ACRES x 6 UNITS / ACRE = 126 UN17S ALLOWED PHASE Ar 126 PROPOSED UNITS OPEN SPACE,' TOTAL PHASE If OPEN SPACE PROPOSED = 8.83 AC (42OX) TOTAL PHASE If OPEN SPACE REQUIRED (25X) = 5.26 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMFOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR 7HE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE iS PROPOSED TO BE DEDICATED PUBLIC SPACE, PRESERVED/MANAGED SLOPES THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEETS 6 THROUGH B. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS' MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT: 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE. • NONE - MIN. 10' BUILDING SEPARA77ON (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE- 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS- CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT,• NONE TOPO & SURVEY: THE BOUNDARY LINE, PARCEL INFORMA77ON AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019.. INFORMA77ON WAS FIELD VERIFIED BY COLLINS ENGINEERING IN ✓ANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGHTING. NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT ALL PORCH LIGHTS MUST MEET 7HE REQUIREMENTS OF SECTION 4.17 AND BE BELOW 3000 LUMENS PARKING: 126 SFA UNITS = 252 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 252 OFF-STREET PARKING SPACES GUEST SPACES 1 SPACE PER 4 UNITS = 32 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 11 SPACES 2. ON-S77?EET PARKING W1774 BUMP -OUTS - 25 SPACES TOTAL GUEST PARKING PROVIDED = 36 SPACES TOTAL PARKING REQUIRED: 252 SPACES + 32 SPACES = 284 SPACES TOTAL PARKING PROVIDED: 102 SPACES + 36 SPACES = 286 SPACES NOTE. • THE ADD177ONAL PARKING PROVIDED WITH THE PHASE i DEVELOPMENT DOES NOT EXCEED 2OX OF 774E REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE S17E PLAN SHEET FOR SIGNAGE ALONG MCCOMB STREET, PHASING: 774IS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE 11. PHASE I IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE 714E RESIDUE PARCELS BUILDING SITES: PARCELS 1-126 EACH CONTAIN A BUILDING 517E THAT COMPLIES WITH 7HE REQUIREMENTS OF SEC77ON 4.2.1 OF 7HE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 56A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT SEE EXiS77NG COND17701VS AND SITE PLAN SHEETS FOR LOCA77ON OF CEMETERY. SIREAM BUFFERS" THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE FLOODPLAIN: A POR77ON OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAPII1151003170229D, DATED FEBRUARY 4, 2005. RETAINING WALLS NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING., STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS iN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORM IN SEC77ON 32Z9 OF 774E COUNTY CODE. 7RASH: EACH LOT SHALL HAVE AN INDIVIDUAL 7RASH CONTAINER. RECREA77ON AREA: RECREA77ONAL AMENITIES HAVE BEEN PROVIDED WI7H THE PHASE 1 DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREA77ONAL RELD, AND TOT LOT, PHASE IT WKL ADD TO THESE AM€N177€S W1774 A PASSIVE REGREA77ONAL AMENITY, A 7RAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE TRAIL IMPERVIOUS AREAS: PROPOSED ROADWAY AND PARKING LOT BZ800 Sr PROPOSED SIDEWALK 21,300 SF PROPOSED BUILDINGS 156,000 SF PROPOSED DRIVEWAYS 36,000 SF TOTAL IMPERVIOUS AREA: 301,100 SF (32X) PLEASANT GREEN m PHASE 2 INITIAL SITE PLAN & PRELIMINARY SUBDIVISION PLAT WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA EF C�3 Ulu 1 1 �Q 1 1 \ '�{yHy:InHHnNiNHHXINHiHrtnHMHHFNiNHMXMiHNY1FFHLHHNi�HHNHHHNHNiNXNH1FH1NN1:1:::1:fWN11 AiXXHfNNIWOAHiFA11K:iHX:iNANINMHIninxttnlnYXNNMiYIiMIHH11XMNinXflXnnMHHN4'MfiFN,Hfii1HHHIM:M1111}4IVII1i FI1XHHf11HHHHNMHNHhkNNHHHNIHXHHHHtMHf14H1HNHHHHHNHNNNH IXfH�XNNI:HNHHHNNH,IMI1HNAfMWXNLNNIMHLiHHXNHHINNNNN'AMWHNN(WWHiniXlnnhNMIXMIMInninintilM1 '1 J _ IB LmJAD !'�� O. _.r- - oaPnsrncee ,. pi � ,. � to eAxi un:<'%c••t,• `�r £ $ ,fl sL° ",<n �, n,. ��,.,�-+�,<.. r a -- �, a.. x'b V, \1s+ �. _,..- � , ', t \ \ Le 'e ;n ';9l 31 YzaE i �'-'t•;'ax `tit != L°r }\ E1 ,\ 1 tl rit. tet Lii r r :y',Y 1 1 •�.. 1 �\ `\�'�`1, ,\ 1 � � - _— xM1r'x v ''tb a�^.` � 1i-�A' .�i I R 'S:•' 'r �lr ,\ �'X,� \' \ �✓'" ]\ ! 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OB 4 fi6.Pc 56t °omo°m°°°e_ __ °bo°°�°°n s 's ;': V•' / C LEGEND 0 ROADS NOTES: 0 EXIS77NG CULVERT EARTH DITCH 1) 7141S PROPERTY DOES NOT LIE WI714IN AN AGRICULTURAL AND/OR FOREST DISTRICT. 0 CULVERT DRIVEWAY CULVERT' 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. DROP INLET & STRUCTURE NO. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. \k$. BENCH MARK 4) STREET IREES SHALL BE PROVIDED ALONG ALL 714E PUBLIC STREETS 40' O.C. IN ACCORDANCE WT774 WOT CURB AND ALBEMARLE COUNTY STANDARDS O CURB &GUTTER - - ® - - CLEARING LIMITS 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 6TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT® PROPOSED PAVEMENT PROPOSED 50 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 293 ADT (146 ENTER/147 EXIT) - EC-3A DITCH 200 EXIS77NG CONTOUR AM PEAK RATE - 0.44 VPH PER DU = 22 VPH (3 ENTER/19 EXIT) �Oq�— PROPOSED CONTOUR PM PEAK RATE - 0.52 VPH PER DU = 26 VPH (18 ENTER/8 EXIT) o"^ DEPTH OF EC-3A DITCH 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. EC-2 DITCH 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA77ON 6^ DEPTH OF EC-2 DITCH n u SHEET LAYOUT SCALE: 1" =100' Sheet List Table Sheet Sheet Title Number 1 COVER SHEET 2 EXISTING CONDITIONS & PHASE I IMPROVEMENTS 3 SITE PLAN 4 SITE PLAN 5 SITE PLAN B UTILITIES, GRADING & DRAINAGE PLAN 7 UTILITIES, GRADING & DRAINAGE PLAN 8 UTILITIES, GRADING & DRAINAGE PLAN 9 TYPICAL SECTIONS, NOTES, & DETAILS 9 TOTAL NUMBER OF SHEETS I APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COTT R. COLi No. 35791 Lr m w Ln b J LU W 0 ¢ a ® N 0pq 0) CV N W J 3 �W L b� CL LU 1� I) f®I C6 Wee-4 co LU < 1',.Jq 9� LU m.u/ lcl � Uj LU 1-L z V) w o CL LMU a Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO, 1 1 n u SHEET LAYOUT SCALE: 1" =100' Sheet List Table Sheet Sheet Title Number 1 COVER SHEET 2 EXISTING CONDITIONS & PHASE I IMPROVEMENTS 3 SITE PLAN 4 SITE PLAN 5 SITE PLAN B UTILITIES, GRADING & DRAINAGE PLAN 7 UTILITIES, GRADING & DRAINAGE PLAN 8 UTILITIES, GRADING & DRAINAGE PLAN 9 TYPICAL SECTIONS, NOTES, & DETAILS 9 TOTAL NUMBER OF SHEETS I APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COTT R. COLi No. 35791 Lr m w Ln b J LU W 0 ¢ a ® N 0pq 0) CV N W J 3 �W L b� CL LU 1� I) f®I C6 Wee-4 co LU < 1',.Jq 9� LU m.u/ lcl � Uj LU 1-L z V) w o CL LMU a Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO, 1 1 9 TOTAL NUMBER OF SHEETS I APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COTT R. COLi No. 35791 Lr m w Ln b J LU W 0 ¢ a ® N 0pq 0) CV N W J 3 �W L b� CL LU 1� I) f®I C6 Wee-4 co LU < 1',.Jq 9� LU m.u/ lcl � Uj LU 1-L z V) w o CL LMU a Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO, 1 1 yJ------- ------------' _ -- I ARKNED ~ ;-= r—' — — — — _ b he Albemarle Coun -~ ---_ _ `_ r _ _ — — — r- \ >/ -- -- -- - --- - errt Department rtmen _ _ --- --- _ -- _ _— --- ��scoTT R. COLLINSZ / 5 , , �__-Eorr�mu 'ty Dev.apm epa t-----_- !' r ` ` ate 9-�1-2020 _ _ _ U No. 35791 --------- - Fide - -- 1 CD , ,: _-SQPI,2020-0'19-and_SUB2020=033— — �, _ � � ` A� ❑ � �Fi� P, ,' \ �! !-`J , c -_t-- pplFe�atlon T Q 1nItIalStePlap� nd-Pr�UmirSmSubdivision at- _ - _ _ `` �I STONAL E�G1 \ JJ j/ / r _1 _ - d -- _ - r / - a B.eviewer Mesa, Gstup _ ' - ' 1 / ---- '--- - _ ---- - --------- — - / , i t �A \ ' // i' /�.• 1 __.._________•__�____ \` _ l p / �.. - 1 I I 1 1 1 1 1 1 1 1 1 1 (-17 �1`n-rt YH^4 J. 1_LI I I I I I 1 1 1 I \ F ______ ♦ / ---' — — — ___ _1 FIR HYDRANT PROPOSED UNDER PLEASANT G EE '- r -- HAS I PLANS SUB rrrFrn-rrr GRADING PROPOSED WITH PLEASANTGREEN -- \-gam• ' - / PHASE I ROAD $UTILITY PLANS SU 71 J _ 8- � 19-000 JS��025' P E I ROAD $UTIL TY 2019-00071STINGRWSAas WATERL ISTI A xz DI WATERLINE _'\, �'� / / ! 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'RT W VI A goo r55RQP BARN TO BE Z ooa o h:RENOVATEDFORUSEBY`, _,� a \ , \ / _ / gGti 6s5°%s •a91 r i e _ i %A THE NEI HBORHOOD - _ n' U7 Z ♦ �' I \ 1 , .< ,� ,;L / "`-__ •,____' `\ ( ! , >L 4° 9 i / �aa,. ..., :. ,/.. _ r .,y4 2jr i'.- -5'w , ry" F . 5 i t \L. �/ ._�' r `--- ` ❑ / % / 4' '. . , ::': .. .:.;i I l _�-�... -_.tee � - G_ ,.�1+6 Tai•'�i ,n „'� r ' � T_'!h l r LW 00 o 1 ^ — < \ EXISTING HOUSETO BEuj 9� _\\ \ w CQNVERTEDTOACLUBHOUSE w bi �\ _ �— eco/ STORM SEWER PROPOSEDWifH i s f1s wy 'i Ce a0004s00000 z\t \ / ~ aow-''. J/ — �/ �i �✓' -- !' PLEASANT GREEN PHASE IRDA — -- r -' ®oao ` \�. ®O00000-oaaQoo~ I ®om l y /' / ice- �� zo'WIDE PAVED EMERGENCY ACCESS ROAD &UTILITY PLAN-SUB-zos9-0007i ,\`:xi`• I r^'c L� C o6l O.Q0 OQ$_ 000 \ Oo `\ '' /------- ow/ -' /_•A651 / — \ 3/ PI-IASC `_ '' / `1' `_ / /i� !'' : J' PROPOSED WITH THE PLEASANT GREEN PHASE I ------ �/ ,J a (—�ROAD &UTILITY PLAN -SUB-z01 000J \ t ' TO BE REMOVED WITH PHASE II AND \ s s s s--3-�-- '-_ -- - _ __ - - - - _-- - — - _ - - / - / at,� /J REPLACED WITH MCCOMB STREET } \ ; \, PHASE I /� EXTENSION _ ..�'' t — I / / ~' / / ` /f/ j))r �/ / \\\,. / •i , % / // _ .` _ __- 551'0, 2'L."'Ji5§ _'_.r -- F J ,ay \e .p q '.>,• S\S w\ \ ` `i ' t---_==` _ %/;, I( � �/ � , 1 \ PHASE iI FRASH ME t 1 ,... ,�:.s-•"" - ^ ^ — — N �� // �r�/�f � � f �� \ J ,J r'`-_____ __ J _ -~ 8" DI WATERLINE PR PO ED UNDER PLEASANT GREEN PHASE I ROAD 1 / D & UTILITY PLANS SUB-20 9-0D071 _- _ ' STATMP 058A101C QO COMPANIES --PHASE III. \,'\ l , / / STORM SEWER PROPOSEDWITH Kt / 1.8500 ac. \ 4,- PLEASANT GREENPHASEIROA� < N / + / EXISTINGCUL-DE-SAC / ,, .\ J ``- , DB 5228, PG 309 > UTILITY PLAN - SUB-201 00071 \ / ' TO BE REMOVED WITH ,- /• J- / 9 r - --- — — — --- �.- � �T----• ., w � t ;, I / -'/ A. PHASE II CONSTRUCTION -- � �' ,r J' \ `\ -STORY FR`AME� - \ ` 1 17 — /' J' / \ VON CRAWL/ N. i 4 \ / U / / vayq �aQ / ' / — ' r' / / \ PARTIAL CELLAR Lu �/ / ,' ' / J,-`y / _ y N. i ' / ,PHASE LINE (TYP. / zo' PRIVATE DRAINAGE EASEMENT _ [� /' > I N. STANLEY MARTIN COMPANIES LLC `� / / ' i j I / i TMP 056A1-01-00-02900 D.6.5a64, PG. . ,- 0y / \ PUMP r/ : r Iu / /EXISTINGSANITARY SEWER _ ----' ' 13.49 oc. -- ' `--- --' /''" l /' i / /' _ DB 5226. PG 309 J,'J �HOUS ,, , zo UTILITYEASEMENT BE REMOVED AND EXISTING _/ / / , a 5' EAS / D.B.52by,PG zg7 EMENT TO BE VACATED /J / // , M ..•''/ - H / r ✓ ! ( / q C5 T / , , ,-... _..J' ,-. --"--"'' ,,-Jr .•' TO REMAIN DUR N E s -'_ /' 1 - r -- 1 J r' / PHASE II CONSTRUCTION GRADING PROPOSED WITH PLEASANT GREENS T , _ _ _ l AS - ROAD - J ` PHASE I RO UTILITY PLAN - SUB-zaig-0007l — _ 29`-------------- - DUPREE STREET ROAD CONSTRUCTION ` - H # / ; l ` STORM SE ER PROPOSED WIT V) / PROPOSED UNDER PLEASANT GREE - / _-_-` PLEASANT GREEN PHASE I ROA _ -- s / / __ I 1 O r --- : ' i i r PHASE ROAD UTILITY - 4`-I & UTILITY PLAN - SUB-zos9-000 a get 20, 111 r ` PHA I R $UTI PLANS SUB 2019-00071 7 z .J(�.' rJ' ,•' ' / _ ..----_-- (G(-;i / �J' J^_!'// �yr'J/•" r i ' T. .IfB� �. ..{•:r �5/ / ri 'qvD, 0 0e1 Lu "j. , ,;.• Ji' i / /' r' pis+' ''c j / / --"- i, i ' N\ + PHASE 11 --- ; / rr J ,r J -=FIRE HYDRANT PROPOSED UNDER PLEAS v - - I -` A , / (( PHASE I ROAD $UTILITY PLANS SUB-2019 EXISTING MANAGED /' _ ' / / -• ,-. _ J ,r / - rz -- / 7 (f r t JF SLOPES (TYPICAL), /' r ` , J' / i ,' -- STANLEY MARTIN' COMPANIES LLC \ i \`, / /"-! i / - ' ' / / / / i / r % # OTY' N W / / J _ _ _ _ `- - /' TMP 055C0-03-00-000AO - �/ ' ! 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DISTANCETo� LOT ® J FERSECTION ' 32 ° OO°°°°OO®��o oekis, LOT15 zoo ©� ® y /z�. 70 tea{40 < !� o °o 0 0 °° Col ° -°FCF / () i ��1 NO PARKING ' b� �9•, Mom;,, _r �- )©G Q 00 ©0©®©� Q O O °Q 0 ®� 0 ©� (DO\ dG //! SIGN Cal P) M o I h1 o •` ``Fc�6' / / /\O�`': qGF G�� r� / Q v." _ ` �7 " �I �`�1 yo / ZO,.,m, (•7 (-C1-i "1G, ! jS... �i '�2'? ` '•,:.. ,c'4"�..)� -o LOT LOT BUILDABLE LOT LOT BUILDABLE LOT BUILDABLE LOT BUILDABLE LOT BUILDABLE " OF�tG i / /); w !✓ `.. •O ,�; "'' rt NUMBER AR AREA NUMBER AREA AREA sf) LOT UMBER AREA sf) AREA LOT NUMBER AREA K ; / x ( ( ( ) AREA (sf) LOT NUMBER AREA (sf) AREA (sf) a Z 51 3,145 1,673 76 4,520 1,285 01 3,250 1,285 126 1,852 1,285 151 1,$52 1,285 yyo ! / yq l� ! I (}1 "I 3 So f7 w 52 1,870 1,602 77 4,290 1,306 02 3,750 1,306 127 1,874 1,306 152 1,874 1,306 f.ASE 11 OPEN SPACE A / / ! /Zo LLB N z 53 1,870 1,667 78 3,520 1,586 03 3,840 1,586 128 2,874 1,586 153 2 874 1,586 8.6� ACRES �Fs' - r f�{ R _ LU 54 1,870 1,691 79 3,520 1,565 104 4,210 1,565 129 2,702 1,Sfi5 154 2,702 1,565 APPROVED ©o ,r �. ! L°T �GF LU 55 1,870 2,176 80 3,520 1,288 OS 3,584 1,288 130 1,797 1,288 155 1,797 1,288 b the Albemarle Count �` Zvi 6 5' CONC RETEE SIDEWALK IC / rti M` I® (� ^av 56 1,870 1,968 81 4,144 1,380 06 3,584 1,380 131 1,891 1,380 156 1,891 1,380 y y ® F 'd' ( "� R `i o 57 3,740 1,738 82 3,680 1,693 07 4,256 1,693 132 2,704 1,693 157 2,704 1,693 Community Development Department 00 yy ` � L� r rN^ F- C o 58 2,460 1,670 83 3,520 1,395 08 3,580 1,395 133 2,406 1,395 158 2,406 1,395 Date_ 9-21-2020PHASE I] ID ' < OFcad� 65 /, z 59 1,804 1,715 84 3,680 1,320 109 3,584 1,320 1 134 1,870. 1,320 159 1,870 1,320 File # SDP2020-019 and SUB2020-033 ( o 0 60 1,804 1,695 85 3,680 1,320 110 3,584 1,320 135 1,870 1,320 160 1,870 1,320 °Q0 % ! ` may' ! . Application Type Initial Site Plan and Preliminary Subdivision Piat O O / tii JLU 61 1,804 1,481 86 3,680 1,321 11 3,584 1,321 136 1,871 1,321 161 1,871 1,321 Zoe t/ 0 (� 62 1,804 1,477 87 4,032 1,589 112 2,788 1,589 137 2 Lead Reviewer: Megan Nedostup Ov. of Zs• / a 788 1,589 162 2,788 1,589 - Q ILDx 63 1,804 1,867 88 3,584 1,701 1113 2,933 1,701 138 2,933 1,701 163 2,933 1,701 0 © / v \ i N s 64 2,870 1,787 89 4,032 1,356 114 1,907 1,356 139 1,907 1,356 -- 1,907 1,356 Q \ , x . 65 4,407 1,528 90 4,152 1,324 115 1,875 1,324 140 1,875 1,324 165 1,875 1,324 Q © VDOT STANDARD ROUNDABOUT PROPOSED 66 3,616 1,511 91 3,584 1,334 16 1,887 1,334 141 1,887 1,334 166 11887 1,334 "'"�+.� Q �\ �y� WITH THEUEA�AIryNPLGARNESUB zoslRDA j ` �! 67 3,616 1,836 92 3,584 1,509 17 2,608 1,509 142 2,608 1,509 167 2,704 1,509 ©O° y 9o00 71 E 68 4,859 1,883 93 3,584 1 3,019 118 4,412 3,019 143 1,875 3,019 168 2,406 3,019 0®U ®0 U ©OO °O EXISTING FEMA � � 69 4,633 1,464 94 4,232 2,760 19 3,561 2,760 144 1887 2760 169 1,870 2760 Q @ O° �3 ° ©� '*r. r _� soo YR FLOODPLAIN O °O © © 6 i ` '° �' 0 _ 70 3,520 1,426 95 4,144 2,733 20 3,533 2,7.,3 145 3,533 2,733 170 1,870 2,733 ""+.r.-__w. Ln 71 3,520 1,717 96 3,712 3,901 21 5,837 3,901 146 5,837 3,901 171 1,871 3,901 ® 0 v O a © GRAPHIC SCALE o ©O JOB NO. N 72 5,280 1,657 97 3,712 3,853 122 5,894 3,853 147 1 5,894 3,853 172 2,788 3,853 0 30 0 13 30 60 120 O f� 0 ` ss 182154 73 5,424 1,326 98 4,536 2,644 123 3,446 2,644 148 3,446 2,644 173 2,350 2,644 °� ®� o 74 3,680 1,645 99 4,630 2,584 124 3,384 2,584 149 3,384 2,584 174 1,850 2,584 0SCALEEXISTINGSTREA (IN FEET) © 1 ' �v c, 3 c 75 3,680 1,773 100 3,520 2,823 125 4,205 2,823 150 4,205 2,823 175 1,860 2,823 °O t 1 O o 176 2,360 2,823 ® 1 inch = 30 ft, a d 4 :� SHEET NO. 3 r / ' N� C�`NE V? 06A i .u- �7 �E GARA 1 1 n 7. 8 TIE-IN EME GENCY 1 \xo 3 , ` ACCESS RO D TO g x2p \ 1 STINGO DWAY ? 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QZ _8 LU s�ly�y VI I�1 I---1 C6 I� I� 0 Z . � a Ce C z L Ln. LU I..T 1 W ` i U s CL W I� F_ Q - cn Q G Li c /n JOB NO. 182154 SCALE 1" = 301 SHEEP NO. S F TT R. COLLINSZ No. 35791 �4 ZONAL w sw OUZ R� a. r r ✓ m .s z'�'","'---"F \ ,..r^� i ^+sue £ ,. y,� � •� a � ,�'E�f�iV(9 t °It'$CdvcttPnik'retltpdrAF?fv- ;C"Pmpr e3,p jiaeR hT '`,'`. � �,r��t6 f5ahyj y'�^" "°�`^t"e°'Q'2Af�BMP Standards and Spey. � ?,,.�,a <�•s (tl. s \ I Project Name __Pleasant Green Pha ell Date � 2/13(202� OMP Design sweWcotiuns tin: 2013 Draft Stds & Specs 15ite Information / Post -Development Project (Treatment Volume and Loads) Land Cover lacres) A Sails _ BSails C5olls D5°ils mtalz �Farest/Open Space(".) --undisturbed, ', emte.t.dfarast/ocenso... .... Nrazted R00 000 (Managed Turf (avezj -disrobed, 8raded - e 60 _ A W Por rdsnrother tud ro he _ ImPervlousCmer(avesj __ _— A55: _ __.L._ ._ ,55 , Constants Runoff Coefficients Rv A Solis 85011s C5olls DSolis bip est/Up.. 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GENERAL CONSTRUCTION NOTES FOR STREETS \ 1. CONSTRUCTION INSPEC1ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE p SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR +� APPROVAL 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WiTHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO o \ A BOUNDARY LINE OR A NATURAL WATERCOURSE. , \ 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE ❑ �sIP FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE \ �, FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C). \ NE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT cuN�LA STANDARD PE-1.4, 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 1 [� • i TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. \ \J 6 ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL \ PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC \ f CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. \ 1 1 Q O =1I till 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. uNH N'" a e eY a' 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE.. I WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND NTH A VDOT OR COUNTY INSPECTOR PRESENT. 1 .' ItROAD NOTES GRADING: x ijtt xanli, �xirnAy,;= THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS m `L z "1 U J T� \ �_ TRIP GENERATION CALCULATIONS OF THIS PROJECT. Y A', j TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD \ EDITION) RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE r -1 1I" ENGINEER. \ '� 176 SINGLE FAMILY DETACHED UNITS CODE zzu (PHASE 18111) 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PHASE 11 MDT: 1 z8$ VPD {6 ENTER/6 EXIT) 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION 44 44 OF THE SUBGRADE. AM PEAK: 58 VPH (23 ENTER/ 45 EXIT) DRAINAGE: PM PEAK: 98 VPH (62 ENTER/ 36 EXIT) 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF pavement Design ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE RF= 1.0 FIELD CONDITIONS INDICATE. 3, ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM Location ADT HCV Design CBR SSV Or Surface h a DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF ADT TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. McComb Street (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. Alston Street (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 PAVEMENT: DunUTagan Drive (Public; Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE Lexi Lane (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WiLL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. I Litchlb d Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. THATARE PROPOSED TO BE STATE MAINTAINED: 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 1. PRIOR TO ANY CON57RUC17ON WITHIN ANY EXISTING PUBLIC RIGHT -OF WAY, INCLUDING CONNECTION TO ANY EXISTING iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINMA DEPARTMENT OF TRANSPORT4710N (WOO. THIS PLAN AS COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIRCA770JVS AND STANDARDS OF WOT v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CON1RfK MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSERS SOON AS POSSIBLE. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUC7TON. 4. ALL SLOPES AND DISTURBED AREAS ARE 70 BE FERRWED, SEEDED, AND MULCHED. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.-1(IIORIZONTAL: WRIMAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF INSPECTION. J'I OR BETTER ARE TO BE ACHIEVED. vi). THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN iN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT iS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE WRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8 UNLESS OiHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS ill- viii. FAILUREOFTHECONTRACTORTOSCHEDULETHESEINSPECTIONSWILLREQUIREADDITIONALTESTINGOFTHE LURE O OR THE 9. ALL EXCAVA7701V FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH 05HA STANDARDS FOR THE COIVSIRUC77ON TOR MAYULE ROADSDISCRETION OF THE ROADS NOT BEING ELIGIBLE FOR STATE INDU57RY (29 CY•R PART 1926). MAINTENANCE. NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER S OF PLANTING STRIP ft� PER S CLEAR ZONE REQUIREMENT ' 5' WIDE CONCRETE 31 / SIDEWALK CLEAR, EXIST, CRWND 2X 8' PLANTING 4" VDOT 21A SKIP 14 ,•• T STONE BASE EXIST. GROUND s CG-6 POINT OF CG-6 CURB & CUTTER FINISHED GRADE CURB CUTTER 3' CLEAR ZONE 1 SURFACE 2X 2X 2X 6' PLANTING 4' r STRIP 5' WDE CONCRETE SIDEWALK 10, I (TRAVELTO' LANE) (RAVEL LANE) 24' F/C-F/C 49' TYPICAL NW10hROji?H00D STREET SLLrTIOrV (4E9' R/'Yr) ALLSTON STRL'el'T, V6iNNAC.4Ar DRIVL. LiXI LANL; & LiTf'ia'POtYD ROAN (ALL PUIBLIC ROADS] GY5' S,YAR R�'SZO WNTIAL & 01XkD USff SUBDIVISION STRffA"T VASIBN SPL'LWD 25 J/PIl 0Ar ST"AT B(!d!P-OLTT PARKING ONLY �-EXT. GROUND EXl T5 . GRWN� f% 4' �/ by the Albemarle` Base b a Sub -base h a Dp Community Developmel Date_ 9-21-2020 File #_ SDP2020-019 and SU Application Type Initial Site Plan Lead Reviewer:- Megan Nedos BM-25 3 2.25 21A 6 0.6 13.73 BM-25 3 2.25 21A 8 0.6 14.93 BM-25 3 2.25 21A 6 0.6 13.73 BM-25 3 2.25 21A 6 0.6 13.73 BM-25 3 2.25 21 A 6 0.6 13.73 TOP OF ^�- 4" 2" R CURB 11L 7" 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. r CONC � - LPL-I-i Y�kl cl INN -I_f_I 11.? S�\TvONE BASE CONCRETE SIDEWALK NO SCALE EXISi:AD OR PADINY 0 SIDEWALK OR STEN&It 9'KE. V*AISION JUNT- IDLE OF IPAVENENI my '..,,W.-.-STINGPKROw SCOTT R. COLI No. 36791 Yl z Z J 0 K C�L)m LU Lnn C U) z J / I� ,ment,I T Ery Subdivisio Plat 1 F TRIP GENERATION 111=100' e. ENT11 (MICE 1 W -. z. LIMITS OF PF.C. LMRS OF PED. ACCESS ROUTES ` ACCESS ROUTE® rvGiJ-iRnvaasn6LE _ urrAv¢D SPACE LNPxrD swcE wIDrH of I' ENT- M_ LIMITS OF PED. 6 LIMITS OF PLO. GE55 ROUTE IN NOt1-T...Fitit ACCcaS ROUTEON PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE MOTIONAL RIGHT-Ci-WAY 15 HEQOREO IF INE LII OF PED£9TRINJ ILLES9 ROUTE SHOVE BEYIXIL L---�1 EYBTING OR PROPOSED VDOT R T-OF WAY. ' A e , L. ® FEOESTRA11 ACGESB RELIES %O%. A EONT11 °i• IMOBSTPoJLTED, STPHLE, FIRM NID 41P RESRTNIt PATH yONNECr WC &L.AC IF55TdE ELEMENTS OF A VAC L M CAN BE ME P ROAC15_I ENTEREU USED BY PEDESTPoNii IF ACCESS MUTE IS ADJACENT TO TOOK OF CUTS. E NUMUN WIDTH SHOLLD HE 9'. SECTION F-F C @J HALF PLAN R: P PEpESTRVN ACCESS ROUTES ILAiE SENDO• u2uwM E WDTH I REQUO A <•'ROVERS S REgURLe0 WITH A MAY. 2L GR035 SLOPE. • °. WAffN USED W PgNIUN^^-i1011 WITH srAiDAAO .'y, PARABOLIC CO-3 (TOG fNE WF5 FACE ON THG ' u AVE J E SPACE URVE STApIRD S TD'BE ADJUSrED 10, MATCH NOLWTABLE CURB CONFAURAI . THE -o 04o'4 o:S NORMAL. curEER ____ _ ® _YYa SECTION E•E i. N e. I LWOX e.in •N. •e. °• VN B S4e4V4 a 4 4 -• 1010% CHANGE GLASS AS fH.E..s.1 CONE. T-W 4a a...�4:•FL$931; H AGGR OAS, TYPE T 5Q1 218. - 12 NAIL SLOPE •Cry• ®: POND OF GRADE CHANGE ••'�' .T:. i0N GONB AND GUr1ER OPoLY i 3' Le. •1c. •Y. FOR %NE B AO WTTE s % M Y N•WMCM INCREASE IN MOPE AT NFBMUM IB' INTERVALS -9 b�.4,o.o BVUT CONGIHNENILY • A4e>i �' SECTION G-C N z x 3 X MAIM DECREASE IN SLOPE FOR FIRST 10• WTERVAL AND a X MAXIAAA DEGREASE FOR SUCCEENNG MWAUM 10' INTERVALS SECTION OLD MECITR:ATION RBFERENCE STANDARRD ENTRANCE GUTTER ®V DOT Rgro AND BRIDGE srANDABDs. REVISION DATE SHEET ,CFI 502 WAGNA DEPARTMENT Of TR NISPORTATIUI %T15 205,02 1 1` SM-9.5A SURFACE COURSE"^ 3' BM-25 INTERMEDIATE COURSE 6"-B" COMPACTED AGGREGATE BASE COURSE, VDOT f21A OR 121B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND CUNDMEpRDRAJNNSS SUBGRADE Td l W CAL R/W I C/LSHED � CG-6 POINT OF CG-6 RAW CPOINT GRADE CURB & GUTTER R 4' CONCRETE CURB & GUTTER FINISHED GRADE CURB & WT1ER 4' CONCRETE SIDEWALK CG-6 CURB & GUTTER SIDEWALK 3TIRFACE _ 3:1 EXIST. GROUND T/4•t 1 • --- 1/4•,1 EXIST, GROUND 3.1 2S 2X 2X 2X Fit �{ 4' VDOT 21A 6' PLANTING1::,; STOUP .` ,` ;•,: ti' • 4 6' PLANTING STRIP 4' 190T 21A T srta 4 / STONE BAST' 4'21AAOT BASE SUBBASE STONE BASE -STONE EXIST. GROUND 7' 10' 10'GRAVEL pgT 825� 6 5 1- EMT. GRWIdTA LANE) (TRAVEL LANE) 1- 5 6 (PARKING LANE) (TRAVEL LANE) (RAVEL LANE) 2D' E/P-E/P 27' PRIVATE ROAD R/W 56' TYPICAL ALLLWY SECTION- ' PRIVATE ROAD TYPICAL NWWICIIBO"00l%AS'TREET SECTION �56' R/IirJ A27 A ALLEY)�1j1 (dVPH AWOAlB STRL�' (fiUBLIC ROAD) GS' SSAR RL'S,FBrjVd7AL & IfIXL'D USE SUBDIVISION STREff P SI6N SPMrD.° R5 AfPll D 15 .t�Pli DEAJICN SPESJSD PARRYING ON ONE SIDE ONLY NOT TO SL''4ZN TYPICAL SINGLE FAMILY ATTACFIED UNIT DETAIL cc-11 NOTE WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERQAL ENTRANCE THE CROSS SLOPE SHALL BE 2 FORT A WIDTH OF 5 FEET. I I A -STREET APPMOAOI SANE SURE GENERAL NOTES MR/LBJS TO RE AS T BLAB C '� AS NANUNE ROADWAY [SEE NOTE 31 41UNR L wTEN USED N GGNJONDIgB WITH STANDARD CC-3 [HADUS TO BE AS -� SHOWN ON W-AISY �� OR CG"T. TIE CURB FAQ Ol THE 51MUMD IS TO EE A➢JIISTEO TO NATION THE MOUNTABLE CURE! 'CC-2 CH CGa CIXfrGUIGnON � r Ti 2. SEE STANDARD CC-12 FOR CURa RAMP DESIGN M BE S:DEWAH UMO WITH THIS 57NIOMOI BEE p NOTE 51 r I OPIDNA WAVED SPACE d)CTEO TO THE STALL BE CCAENT 3. WW.INE PFOR 1 R/W LINE fEXCEPi ANY SOBORADE.SifyLIUTKM --- -N - }----- MNT V RECLINED F119 MANIA£ PAVEMENT WHEN CAN BE EARIN90N OA6TlED W THE ENiR&W£.1 LL I JOINT A. RADIAL GURU OR COMBINATION CURS M9 GOTTEN - SHALL NOT BE CONSTROGTED BEYOND THE RAW LINE NOTE WOAD 'D' 2'-0" OR. AS �[Y MANI ROADWAY BNOIEN ON TYPING& SECTION, A EKCEPT TOR REPLACEMENT PURPDf4G. PLAN VIEW ENTRANCE NOTES 5. WHEN TFE ENTRANCE ROD' CANNOT ASCONACOATE THE IMMUNE ROMWAY SLOPE TURNING REOOIREMENT9 OF ANiI@ATED HEAVY TRUUC TI R1AFB. E DEPTH FOR 90EWAK N CURT RA'C O 10 PARABOLIC CURVE (ENTRANCE ONLYI WITHIN THE LNIITS OF THE FlDIS1KNlLO.I BX Awl: D EOCE OF PAVEHFM tli GRAZE CHANGE � - p OPi1ONAL FLOW LINE ® - INCREASED TO i". [SEE M-131 B. FILMSME TO INDICATE WHEN. CONSTRUCTION OF A FLOW ISEE LINE IS REQLMSD TO PROVIDE POSITIVE DRAINAGE ACROSS NANLINE NUWWAY -- _NOTE TI T EATTRMICE RY LIAX, ® O - NAXWLN G4AOE LNMIGES T, THE CESILi LRME CHPHGE D MUE E TIT O" ME LISTED AL TFE ALOWARLE ENTRINCE CRAZE T IN TABLE THESE VALUES ARE NOT MPUCABLETO STREET COMEC,,, 5'N 2O'MINMIM FOR - CCWXCRO& ENTRANCE INTERSECTION NOTES B. WHEN CCdH IS USED FOR STREET CONNECTICNS. THE ® CONSTRUCT GRADE CHANGES WITH A PNiPBOLIC WRVS. CONNECTION MU51 BE OIMUREO W ACCORDANCE WITH A/5HT0 POLICY MD THE WPLOABLE REOUTAENENLS SECTION A - A OF THE VWi ROIL D£SIG&HAVWJ..INCLDOWa STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. S. OPGONAL FLOWLNE MAY REQUIRE WARNNO U A -eRy L.�. GUTTER TO PROVIDE Pp9TNE ORANAGE PORTION THE ACROSS OF UTTER T P 2 B IT'-1I ALLOWABLE ENTRANCE GRADE CHANGES �. V. GLASS AT ,N. I2 OTC' EE out ENTRANCE VOLUME HO1 MORE TIGVI 15UU vW1 6RMEi CHHIGf DE3RABLE HA'iINUH OX 3% NI 500-1500 VPD 53% 6Y LOW LESS THAN 56D VP0 56X 8Y SECTION C-C NUTE: ALLOWABLE ENTRANCE GRIZE TABLE 15 NOT APPLICAR.E TO STREET CIX FCTIONS METHOD OF TREATMENT ROM AVo RIDGE OCITST ND ARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF I VIRGWA CEPAHTMENT EG TRAHMORTATION U7115 20304 r M 0) /04 w I� ® W z F- r-il U0 Z I:Ws.T 06 0 I� yH I--o � ca J_ . D < . V I Uj ca r/�N L �1LLJ LU 1� T i r I i FLU �/ 1 I I'Z I LU �LL•j rJ z w L w UJI ECi JOB NO. 182154 SCALE AS SHOWN SHEET NO,